• Water for future
• /
• v.13 no.3
• /
• pp.42-47
• /
• 1980

• Geotechnical Engineering
• /
• v.6 no.2
• /
• pp.67-71
• /
• 1990

• Journal of Korean Society of Coastal and Ocean Engineers
• /
• v.21 no.2
• /
• pp.136-144
• /
• 2009

This paper focuses on the attempt to manual application for optimization structural scale of stone and Gabion at the closing gap of sea dike. The manual was developed through hydraulic model experiment that measured the critical velocity of sill-crest, bottom protection and dam-face at the final closure of Saemangeum sea dike, and through the comparison and verification of critical velocity for each scale calculated by existing empirical formula. Also, the critical velocity when rocks are used together with gabion is measured to add to the manual, which is an initial attempt that had not been executed before. The manual proposes the appropriate structural scale according to the measured critical velocity per day during the final closure period of Saemangeum sea dike, and its application was appraised highly after the completion of the final closing.

• KSCE Journal of Civil and Environmental Engineering Research
• /
• v.28 no.1B
• /
• pp.79-93
• /
• 2008

Water quality simulations on the Saemangeum inner reservoir have been carried out using EFDC model to understand water quality variations caused by abrupt physical changes due to closing of tidal barrier. According to hydrodynamic simulation, model reproduces not only outer regional dynamics but also inner superelevation very well. Calibration and verification of water quality models accomplished using observed data taken before closing. Also sensitivity tests regarding riverine discharges and tidal flats were done. Due to enlarging of always wet zone caused by super elevation on inner tidal flats, predicted DO decreases at that region as a result of SOD. Moreover shrink of mixing zone after closing of dike causes deteriorating of water quality showing DO as 2 mg/L during summer at Mangyeong and Dongjin estuaries, however it does not spread to middle part of the reservoir. Vertical stratification occurs after closing and shows vertical differences in DO concentration at least 6 mg/L to 7 mg/L in summer season. Most part of the reservoir is getting stratified and it leads to an oxigen deficit zone near bottom.

• KSCE Journal of Civil and Environmental Engineering Research
• /
• v.26 no.1B
• /
• pp.99-106
• /
• 2006

Due to both global warming and constructions of seadike/seawalls, continuously or abruptly rising tendencies of extreme high water levels have been detected at Kunsan and Mokpo harbors. This paper deals firstly with the separation of each effect, namely global warming effect and construction effect, on increases of water level quantitatively by a linear regression method. And then, it can be explained why and how the extreme high water levels had been risen just after constructions at both harbors. A numerical simulation of $M_2$ tidal constituent at Mokpo coastal zone shows that the tidal amplification by constructions is mainly due to the extinguishment of TCE at Mokpogu. The tidal flat effect makes the amplification more deepen at spring tide or extreme high tide, which results in the increase of inundation risk at Mokpo harbor. A frequency analysis method is applied, which is shown to be effective at such a site of having non-homogeneous tidal data due to constructions as Mokpo harbor.

• Magazine of the Korean Society of Agricultural Engineers
• /
• v.42 no.5
• /
• pp.78-83
• /
• 2000

When a sea-dike is constructed on soft soils, it is much difficult to calculate ground deformation caused by forced displacements. In this study , a series of laboratory model tests have been performed to investigate the ground deformation under a constructed sea-dike on soft soils. Construction sequence of sea-dike embankment was assumed such as constructed by quarry first and followed by soils adjacent to quarry embankment. as test data and displacement in subsoils have been analyzed, it seems that deformation is caused by general shear failure. the shape of ground deformation caused by forced displacements was well defined be parabola . Upon comparing profiles and depth of forced displacement from the model test to those based on stress-baring capacity method commonly used, it has been found that deformation prediction using stress-bearing capacity method was not exact at the edge of loading.

• Proceedings of the Korea Water Resources Association Conference
• /
• 2009.05a
• /
• pp.1296-1300
• /
• 2009

삽교호는 금강 하류부에서 해수의 역류에 의한 염수 침입에 따른 염해방지와 유역에 필요한 담수를 확보하기 위하여 만들어졌다. 방조제는 조위 상승에 따른 해수의 침임을 방 할 뿐만 아니라 홍수 시에는 배수갑문의 인위적인 조작을 통해서 과다한 홍수량을 바다로 배제하여 상류유역의 홍수피해를 방지하고 있다. 방조제로 인하여 기존에 염해로 인하여 취수할 수 없던 하천구간에서의 취수가 가능하게 되었으며, 일정한 수위로 관리되도록 함으로써 상당량의 농업용수를 확보하게 되었으나, 댐과는 달리 허가를 위해 가용한 유량이 얼마인지 판단을 해본 적이 없다. 그것은 방조제의 방류량이 댐의 방류량과는 달라서 조석의 영향을 매우 크게 받기 때문에 단순한 물수지 분석 등으로 이를 모의하기가 힘들기 때문이다. 게다가 1일 2회의 조석이 발생하므로 1일단위의 물수지 분석은 어려운 현실이다. 방조제의 공급능력을 고려하지 않고 물수지 분석을 하게 되면, 취수하고 있는 용수는 추가적으로 확보되는 물을 사용하는 것이 아니라 자연하천에서의 물을 사용하는 것으로 분석된다. 이러한 문제점을 극복하기 위해서는 방조제가 공급 가능한 가용허가수량이 얼마인지 분석하고 이를 물수지 분석에 반영해 줄 수 있도록 해야 할것이다. 이에 본 연구에서는 조위예측방법 및 수문조작 방법등 주요 모의 알고리즘을 이용하여 물수지 분석 모형을 개발하고 수자원장기종합계획의 일별자연유출량 자료에 대해 물수지 분석을 수행함으로써 삽교천방조제의 수리권 가용수량에 대해 추정하여 보았다. 적용 결과 삽교천방조제에 의해 기존의 갈수량인 $4.9m^3$/초 외에 안정성이 요구되는 생 공용수로 약 $4.2m^3$/초의 유량과, 제한적인 시기만 사용하는 농업전용으로 약 $10.3m^3$/초의 유량이 공급 가능할 것으로 나타났다.

• Journal of the Korea Academia-Industrial cooperation Society
• /
• v.13 no.9
• /
• pp.4326-4333
• /
• 2012

Phytoplankton standing stocks had been researched in Saemangeum water region from 2001 to 2010 belong to the construction period of Saemangeum dike. The big change of phytoplankton standing stocks was shown, reaching 57 - 85,219 cells/ml according to the sampling seasons and stations. Inside of Saemangeum lake, a flux of fresh water and sea water made the phytoplankton standing stocks changed spatiotemporally. Meanwhile, the water bloom was frequent with continuously high standing stocks of fresh water stations and the standing stocks outside of the dike have been normal. In the long-term point of view, the standing stock did not show a big change comparing to the before and after of closing the dike(April, 2006).

• Journal of the Korea Academia-Industrial cooperation Society
• /
• v.10 no.8
• /
• pp.2021-2025
• /
• 2009

This study was to investigate the phytoplankton communities and phytohydrographic characteristics of the inside and outside of the Saemangeum Reservoir from May to November 2006 directly after dike construction. As the cluster analyses, phytohydrographic regions were devided into fresh river water and seawater regions, and the similarities between the sampling sites fluctuated temporarily. Distinctive phytohydrographic difference was shown between inside and outside of the dike in summer. After the dike construction, declining salinity and changing water quality have caused to change the phytoplankton communities and phytohygrographic regions.

• The Sea:JOURNAL OF THE KOREAN SOCIETY OF OCEANOGRAPHY
• /
• v.11 no.4
• /
• pp.145-151
• /
• 2006

The water line moving on the intertidal flat during a flood indicates depth contours between low and high water lines. The water lines extracted from the consecutive images are rectified to get the ground coordinates of each depth contour and integrated to provide three dimensional information of Intertidal flat topography. The tidal flat outside Saemankeum-1 sea dike shows the most obvious changes of tidal flat topography after the construction of sea dikes. This tidal flat topography was observed using digital camera images, and the calculated depths were very similar to in-situ measurement data. Topography changes obtained from two different period data were also examined.